2008/0169 Response to information request - 71 Seaview Tce Sunshine Beach · 132008.169

                                3.00
                                                                                                                                                                                                           SITE CONSTRUCTION PROCEDURES
                                                                                                                                                                                                          I.    CAR PARKING. BULK MATERIAL STORAGE ON SITE N INITIAL SET IP
                                                                                                                                                                                                                 PHASE. AS PER TEMPORARY ACCESS PLAN.
                                                                                                                                                                                                          2.     COMPLETE EXISTNG CONDITION I DILAPIDATION I SURVEYS ON ADJACENT
                                                                                                                                                                                                                PROPERTIES
                                                                                                                                                                                                          3.     ESTABLISH SURVEY POINTS ACROSS ENTIRE SITE TO MONITOR ANY
                                                                                                                                                                                                                SURFACE MOVEMENTS THROUGHOUT CONSTRUCTION PHASE
                                                                                                                                                                                                          4.     ESTABLISH EXTENDED TEMPORARY (ON(RETE PAYED VEHICLE TURN AROUND ON SITE
                                                                                                                                                                                                                USING TEMPORARY SCREW P8E AND SLEEPER WALLS TIED-OA(K), SAID-FILLED
                                            EXCAVATION                                                                                                                                                          GEOABRK. OR GABON MATTRESSES AT SOUTH-WEST CORNER OF SITE
                                            BEYOND                                                                                                                                                        S.     DESIGN AND CONSTRUCT TEMPORARY ACCESS PLATFORMS FOR CFA KING
                                                                                                                                                                                                                RIG AND PROCEED TO BUILD INE PERMANENT WORKS AS PER DIAGRAMMATIC
                                                                                                                                                                                                                CONSTRUCTION STAGES 1-4. INSTALL EROSION CONTROL FENCES.
                                                                                                                                                                                                          6.     PROTECT ALL VEGETATION AS PER ENVIRONMENTAL PLAN
                                                                                                                                                                                                          7.     ALL CONCENTRATED STORMWATER MUST BE DISPOSED OF VIA APPROVED
                                                                                                                                                                         L-A2                                   STORMWATER DISCHARGE SYSTEM AT ALL STAGES OF CONSTRUCTON
                                                                                                                                                                         4550
                                                                                                                                                                                                          8.     ALL TEMPORARY ACCESS TRACKS MUST BE CONSTRUCTED ON 150 GRAVEL
                                                                                                          NOTE                                                                                                  LAD OVER GEOABRK AND CONTOURED TO AVOID CONCENTRATIONS OF SURFACE
                                                                                                          NO BACKFLL ABOVE NATURAL GROUND                                                                       RUNOFF. MAXIMUM UNRETANED FILL DEPTH TO TH.
                                                                                                          SLAB ABOVE TO BE FILLY SUSPENDED
                                                                                                             I TYPICAL
                                                                                                                                                          RI                                              9.     NOTE THAT THE SURFACE SANDS AT THE SOUTH • EASTERN AREA OF THE SITE
                                                                                                                                                          i
                                                                                                                                                                     Gmeb Fo
                                                                                                                                                                                                                ARE ABOVE THE SAFE NATURAL STABLE ANGLE OF THE SAND, AND
3000                                                                                                                                                                     3800                                   CONSEQUENTLY ANY WORK N THE AREA MOST BE (ARRED OUT WITH EXTREME
                                                                                                                           TYPICAL                                                                              CAUTON. LACER SUPERVISOR OF GEOTECHN(AL ENGINEER, WHILE REGULARLY
                                                                                                                           WATER TANKS AND SUB-FLOOR                      Pod
                                                                                                                                                                                                                MONITORING SURFACE MOVEMENTS
                                                                                                                           PLUMBING ETC. SWILL BE FULLY                  35 OD
                                                                                                                           SUSPENDED FROM PILED GROUND                                                    O.    SIZE, TYPE, DEPTH AND LENGTH OF PILES ARE BASED ON TYPICAL ASSUMED
                                                                                                                               BEAMS                                                                            GROUND CONDITIONS AND. THE MORRISON AND SCG GEOTE(I ACAL INVESTIGATIONS
                                                                                                                                                                                                                OF THE GROUND MATERIAL ON SITE. FINAL PILING DETAILS. GROUT
30.00                                                                                                                                                         r-------    000                                   INJECTION AND CONSTRUCTION PROCEDURE WILL BE CONFRMED AFTER DETAILED
                                                                                                                                                                                                                ANALYSIS OF THE GEOTECHNKAL INVESTIGATION REPORT.
                                                                                                                                                                                                                PILING DETAILS WILL ALSO BE CO-ORDINATED WITH ADVICE FROM                  O   19.11.10   FOR APPROVAL
                                                             ALL PILES TO FOUND Al OR                                                                                                                           SPECIALIST PILING CONTRACTORS. THE (FA CONTIGUOUS GROUT REPLACEMENT        C   17.11.0    FOR APPROVAL
                                                                                                                                                                                                                RETAINING WALLS. TIE-BACKS AND STRUTTING ARE TO BE DESIGNED AND RPEO       8   12.110     PRELIMINARY ISSUE TO CONSULTANTS
                                                                                                                                                                                                                CERTIFIED BY THE CONTRACTOR IN ACCORDANCE WITH THE RELEVANT                A   28.10.10   PRELIMINARY ISSUE TO ARCHITECT
                                                                                                                                                                                                                AUSTRALIAN (ODES.
                                                                                                                                                                                                          11.    DEPTH, SIZE. LAYOUT AND TYPE OF PILING IS SCHEMATIC ONLY AND
                                                                                                                                                                                                                SHALL BE PRICED WITH APPROPRIATE RATES TO ALLOW PRICING O
                                                                                                                                                                                                                VARIATIONS IN AS-CONSTRUCTED PILING WHICH MAY VARY DEPENDING ON
                                                                                                                                                                                                                EXACT CONDITIONS ENCOUNTERED ON SITE DURING CONSTRUCTION.
                                                                                                                                                                                                          12.   THE CONTIGUOUS PILED WALLS SHALL BE GROUTED AND REPAIRED AS
                                                                                                                                                                                                                REQUIRED AT ANY AREAS WHERE CONTIGUOUS PILES HAVE NOT PROVIDED A
                                                                                                                                                                                                                                                                                           PROPOSED RESIDENCE
                                                                                                                                                                                                          TO.
                                                                                                                                                                                                                TIGHT STRUCTURAL WALL
                                                                                                                                                                                                                A DRAINED AND VENTILATED INTERNAL CAVITY WALL SHALL BE PROVIDED AT
                                                                                                                                                                                                                                                                                           LOT 1
                                                                                     SECTION 2                                                                                                                  ALL AREAS WHERE BUILDING WALLS ARE RETAINING SOIL,
                                                                                                                                                                                                                                                                                           71 SEAVIEW TERRACE
                                                                                                                                                                                                                                                                                           SUNSHINE BEACH
                                                                                                                                                                                                                                                                                           for A. SLINGER


                                                                                                                                                                                                                                                                                           MCU WORKS
                                                                                                                                                                                                                                                                                           SITE SECTIONS
                                                                                        NOTE
                                                                                        NO BA(KFNL ABOVE NATURAL GRUCAD
50.00                                                                                   SLAB ABOVE TO BE FULLY SUSPENDED
                                                                                           I TYPICAL I

        3.5x1.0WOE
isso    URETEK GROUT
        INJECTION
                                                                                                                                                                                                 Le.W1
42.00         PILING TYPE ( i                                                                                                                                                                     42.00




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                                                                                                                                                                                                 38.00
                                                                                                                                                                                 N


-- ---------------I
                                                                 ♦-    -----
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                                                              CONTIGUOUS PIING
                                                              TYPE B - BEYOND AT
                                   APPROX. LEVEL OF
                                   EXTREMELY WEATHERED
                                                              RL 38-L0 INTERNAL STAR.
                                                              FULLY STRUT PILING AT         ALL PILES TO FOUND AT OR                                                                                                                                                                           TODCONSULTIM
                                                              TOP AND RL 42                 BELOW THE 7.011 DEPTH LIE
                                   SANDSTONE RL 33 APPROX.
                                                                                                                                                                                                                                                                                                          ENGINEERS

                                                                                                                                                                                                                                                                                                      STRUCTURAL CIVL

                                                                                                                                                                                                                                 2000

                                                                                                                                                                                                                                                                                                  TOD CONNULTNIG PTY. LTD.
                                                                                                                                                                                                                                                                                                             AUl A02 A6Af
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                                                                                     SECTION 1                                                                                                                                                                                                     H. GRAY         S. PRYSTUPA          1    2S0
                                                                    U.S   O    1.5      5    2.S   0                       12.5e
                                                                                                                                                                                                                                                                                                  6 ,9                                      AHO
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